Wall Structure

Description

FIELD

The present disclosure relates to a wall structure, and more particularly, to a structure for forming a support of a wall, which is formed by forming a steel wire mesh in a lattice pattern by arranging a plurality of steel wires vertically and horizontally, forming the same steel wire mesh on a corresponding position, placing a truss-type steel wire truss in an upright position, and assembling the steel wire meshes by means of a fixing steel wire without a bonding means, and which is extended laterally or upwardly by being coupled with another wall structure by means of a joining pin.

BACKGROUND

In general, buildings are constructed by establishing their structures using blocks or concrete mortar.

There have been problems that, once a building is constructed, it cannot be moved from a construction site, and the whole building should be collapsed when it is reconstructed.

In recent years, various assembly-type buildings are constructed by making respective modules and assembling the modules. Also, ocher soil walls are constructed by using ocher soil instead of cement. Ocher soil constructions can avoid harmful substances in an environment, such as cement, and also, can provide people with emotionally stable living, and can make residential environments into healthy living spaces by removing a bad smell due to a good adsorption property of ocher soil, and restraining the propagation of germs such as mold due to good antibiosis.

In addition, in a house made by ocher soil, total temperature of a room is uniform due to a heat transfer effect obtained by radiation heating, and is cool in summer and is warm in winter. Since ocher soil has an excellent thermal storage effect as described above, construction of ocher soil rooms can save a great amount of energy and has a heat energy saving effect, compared with cement constructions or a Korean floor heating system, known as an ondol.

However, there are problems that ocher soil is only used as finishing materials for buildings, and it is impossible to build a multi-level structure with ocher soil due to a property of material of ocher soil.

Since constructions made only by ocher soil cause problems of cracks and weak strength, ocher soil is only used as floor materials or finishing materials of houses, apartments, country houses, hospitals, or the like.

In the case of an ocher soil structure suggested as related-art technology, a recess for receiving ocher soil is formed by coupling walls, and a wall structure is formed by fixing the walls by means of a fixing means.

The present disclosure proposes a wall structure which can form an ocher soil wall by containing ocher soil inside using steel wire meshes formed in the form of a truss.

SUMMARY

The present disclosure has been developed to solve the above-described problems, and an object of the present disclosure is to provide a structure for forming a wall, which is formed by forming a steel wire mesh in a lattice pattern by arranging a plurality of steel wires vertically and horizontally, and welding the steel wires, forming another steel wire mesh on a corresponding position, binding a truss-type steel wire truss between the steel wire meshes, and fixing the steel wire truss and the steel wire meshes by means of a fixing steel wire, such that the wall structure can be assembled without a bonding means and are easy to construct.

In addition, another object of the present disclosure is to provide a wall structure which can be extended laterally or upwardly by being coupled with another wall structure using a joining pin without a support member.

In addition, still another object of the present disclosure is to provide a wall structure which has a steel wire truss arranged in the vertical direction or horizontal direction to couple steel wire meshes, such that the wall structure is easy to construct in a method suiting to a construction site.

In addition, yet another object of the present disclosure is to provide a wall structure which has a steel wire truss movable between steel wire meshes and thus can be adjusted according to a constructing condition.

To achieve the above-described objects, a wall structure 10 for forming a wall according to the present disclosure includes:

a first steel wire mesh 100 including: a plurality of first horizontal steel wire portions 110 each including a plurality of first horizontal steel wires 111 as one group, the plurality of first horizontal steel wire portions 110 being arranged at predetermined intervals in a vertical direction; and

a plurality of first vertical steel wire portions 120 each including a plurality of first vertical steel wires 121 as one group, the plurality of first vertical steel wire portions 120 being arranged at predetermined intervals in a horizontal direction with respect to the first horizontal wire portions 110;

a second steel wire mesh 200 including: a plurality of second horizontal steel wire portions 210 which are formed on positions corresponding to the first horizontal steel wire portions 110, and each of which includes a plurality of second horizontal steel wires 211 as one group, the plurality of second horizontal steel wire portions 210 being arranged at predetermined intervals in the vertical direction; and

a plurality of second vertical steel wire portions 220 which are formed on positions corresponding to the first vertical steel wire portions 120, and each of which includes a plurality of second vertical steel wires 221 as one group, the plurality of second vertical steel wire portions 220 being arranged at predetermined intervals in the horizontal direction with respect to the second horizontal steel wire portions 210;

a plurality of steel wire trusses 300 which are formed in a zigzag pattern, and include a plurality of bent binding portions 310, the bent binding portions 310 being inserted into lattice-shaped recesses formed at positions where the first horizontal steel wire portions 110 and the first vertical steel wire portions 120 intersect with each other, and into lattice-shaped recesses formed at positions where the second horizontal steel wire portions 210 and the second vertical steel wire portions 220 intersect with each other; and

a plurality of fixing steel wires 400 which are inserted by penetrating through fixing recesses 320 which are formed when the plurality of steel wire trusses 300 are inserted into the lattice-shaped recesses formed at the intersections of the first horizontal steel wire portions 110 and the first vertical steel wire portions 120, and into the lattice-shaped recesses formed at the intersections of the second horizontal steel wire portions 210 and the second vertical steel wire portions 220.

According to the present disclosure, the truss-type steel wire trusses are coupled between the first steel wire mesh and the second steel wire mesh formed in the lattice pattern, and are fixed by the fixing steel wires, such that assembly can be achieved without a bonding means and it is easy to construct.

In addition, the wall structure can be extended variously by extending laterally or upwardly or extending corners by means of the joining pins between the wall structures.

In addition, the steel wire trusses formed between the steel wire meshes are movable to the left and right, such that coupling positions of the steel wire trusses are easily adjusted according to a constructing condition.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a perspective view illustrating a wall structure according to the present disclosure;

FIG. 2 is a perspective view illustrating a steel wire truss for the wall structure according to the present disclosure;

FIG. 3 is an exploded perspective view illustrating the wall structure according to the present disclosure;

FIGS. 4A, 4B, and 4C are partially enlarged views illustrating the wall structure according to the present disclosure;

FIG. 5 is a perspective view illustrating a wall structure according to another embodiment of the present disclosure;

FIG. 6 is an exploded perspective view illustrating the wall structure according to another embodiment of the present disclosure; and

FIG. 7 is a view illustrating coupling of the wall structures according to the present disclosure.

DETAILED DESCRIPTION

Hereinafter, embodiments of the present disclosure will be described in detail with reference to the accompanying drawings.

As shown in FIGS. 1 to 4C, a wall structure 10 for forming a wall according to the present disclosure includes: a first steel wire mesh 100 including: a plurality of first horizontal steel wire portions 110 each including a plurality of first horizontal steel wires 111 as one group, the plurality of first horizontal steel wire portions 110 being arranged at predetermined intervals in a vertical direction; and

a plurality of steel wire trusses 300 which are formed in a zigzag pattern and include a plurality of bent binding portions 310, the bent binding portions 310 being inserted into lattice-shaped recesses formed at positions where the first horizontal steel wire portions 110 and the first vertical steel wire portions 120 intersect with each other, and into lattice-shaped recesses formed at positions where the second horizontal steel wire portions 210 and the second vertical steel wire portions 220 intersect with each other; and

The first horizontal steel wire portion 110 is formed of one group of the plurality of first horizontal steel wires 111 formed horizontally, and the plurality of first horizontal steel wire portions 110 are arranged in the vertical direction, and are combined with the first vertical steel wire portions 120 to form the first steel wire mesh 100 of the lattice pattern.

The plurality of first horizontal steel wire portions 110 are arranged at predetermined intervals in the vertical direction, and the predetermined interval may be adjusted according to a constructing condition or selection of an operator.

The first vertical steel wire portions 120 are formed perpendicular to the plurality of first horizontal steel wire portions 110, and the first vertical steel wire portion 120 is formed of one group of the plurality of first vertical steel wires 121 formed vertically. The plurality of first vertical steel wire portions 120 are arranged in the horizontal direction with respect to the first horizontal steel wire portions 110, and are combined with the first horizontal steel wire portions 110 to form the first steel wire mesh 100 of the lattice pattern.

The plurality of first vertical steel wire portions 120 are arranged at predetermined intervals in the horizontal direction, and the predetermined interval may be adjusted to the same interval as that of the plurality of first horizontal steel wire portions 110 according to a constructing condition or selection of an operator.

Accordingly, the first horizontal steel wire portions 110 and the first vertical steel wire portions 120 are coupled to each other to form the lattice pattern according to the adjusted interval, and are coupled to each other by welding to form the first steel wire mesh 100.

The second horizontal steel wire portions 210 are formed on positions corresponding to the first horizonal steel wire portions 110, and each of the second horizontal steel wire portions 210 is formed of one group of the plurality of second horizontal steel wires 211. The plurality of second horizontal steel wire portions 210 may be formed in the vertical direction, and may be combined with the second vertical steel wire portions 220 to form the second steel wire mesh 200 of the lattice pattern.

The plurality of second horizontal steel wire portions 210 may be arranged at predetermined intervals in the vertical direction, and the predetermined interval may be adjusted according to a constructing condition or selection of an operator.

The second vertical steel wire portions 220 are formed on positions corresponding to the first vertical steel wire portions 120, and are formed perpendicular to the plurality of second horizontal steel wire portions 210. Each of the second vertical steel wire portions 220 is formed of one group of the plurality of second vertical steel wires 221, and the plurality of second vertical steel wire portions 220 are formed in the horizontal direction with respect to the second horizontal steel wire portions 210, and are combined with the second horizontal steel wire portions 210 to form the second steel wire mesh 200 of the lattice pattern.

The plurality of second vertical steel wire portions 220 are arranged at predetermined intervals in the horizontal direction, and the predetermined interval may be adjusted to the same interval as that of the plurality of second horizontal steel wire portions 210 according to a constructing condition or selection of an operator.

Accordingly, the second horizontal steel wire portions 210 and the second vertical steel wire portions 220 are coupled to each other to form the lattice pattern according to the adjusted interval, and are coupled to each other by welding to form the second steel wire mesh 200.

As shown in FIG. 3, the first steel wire mesh 100 may have the first horizontal steel wire portions 110 and the first vertical steel wire portions 120 welded to each other at the intersections of the first horizontal steel wire portions 110 and the first vertical steel wire portions 120.

The second steel wire mesh 200 may have the second horizontal steel wire portions 210 and the second vertical steel wire portions 220 welded to each other at the intersections of the second horizontal steel wire portions 210 and the second vertical steel wire portions 220.

When the first steel wire mesh 100 is welded, the first steel wire mesh 100 is formed in the lattice pattern by adjusting the intervals of the plurality of first horizontal steel wire portions 110 and the plurality of first vertical steel wire portions 120 according to a construction site or a constructed structure. When the second steel wire mesh 200 is welded, the second steel wire mesh 200 is formed in the lattice pattern by adjusting the intervals of the plurality of second horizontal steel wire portions 210 and the plurality of second vertical steel wire portions 220 according to a construction site or a constructed structure.

The first steel wire mesh 100 is welded by an external welding means, and the plurality of first horizontal steel wire portions 110 are placed on a worktable at predetermined intervals, and the plurality of first vertical steel wire portions 120 are placed over the first horizontal steel wire portions 110 at predetermined intervals, and the first horizontal steel wire portions 110 and the first vertical steel wire portions 120 are welded to each other by a welding means simultaneously or respectively.

In this case, the intervals of the first horizontal steel wire portions 110 and the first vertical steel wire portions 120 may be adjusted according to a user.

In addition, the second steel wire mesh 200 is also formed by placing the plurality of second horizontal steel wire portions 210 on the worktable at predetermined intervals, and placing the plurality of second vertical steel wire portions 220 over the second horizontal steel wire portions at predetermined intervals, and welding the second horizontal steel wire portion 210 and the second vertical steel wire portions 220 by the welding means simultaneously or respectively.

In this case, the intervals of the second horizontal steel wire portions 210 and the second vertical steel wire portions 220 may be adjusted according to a user.

When the plurality of first horizontal steel wire portions 110 and the plurality of second horizontal steel wire portions 210 are welded, lattice-shaped recesses are formed at intersections. The steel wire truss 300 may include the plurality of bent binding portions 310 to be inserted into the lattice-shaped recesses, and the bent binding portions 310 may be bent portions of the steel wire truss 300 which is formed in the zigzag pattern.

One of the bent binding portions 310 formed on the steel wire truss 300 is inserted into a lattice recess formed at the intersection of the first horizontal steel wire portion 110 and the first vertical steel wire portion 120 of the first steel wire mesh 100, and another bent binding portion 310 formed on the steel wire truss 300 is inserted into a lattice recess formed at the intersection of the second horizontal steel wire portion 210 and the second vertical steel wire portions 220 of the second steel wire mesh 200.

In the above-described way, the plurality of bent binding portions 310 formed on the steel wire truss 300 are inserted into the lattice recesses.

A width between one bent binding portion 310 formed on the steel wire truss 300 and another bent binding portion 310 determines a width of the wall structure 10 when the first steel wire mesh 100 and the second steel wire mesh 200 are coupled to each other.

Accordingly, the width of the wall structure 10 may be adjusted by reducing or increase the width between the bent binding portion 310 at one side of the steel wire truss 300 and the bent binding portion 310 at the other side of the steel wire truss 300.

For example, when it is assumed that the width (horizontal distance) from the bent binding portion 310 at one side of the steel wire truss 300 to the bent binding portion 310 at the other side is 100 mm, the width of the wall structure 10 may be about 100 mm considering a slight error.

The bent binding portion 310 of the steel wire truss 300 may be formed by adjusting a bending angle according to a user's using condition or constructing condition, and, when the bent binding portion 310 is formed to have a small bending angle, the structural strength of the wall structure 10 may be increased.

This is because, when the bending angle is small, the number of the first horizontal steel wire portions and the number of the second horizontal steel wire portions increase, and this results in increased structural strength of the wall structure

For example, when a reference bending angle of the bent binding portion 310 is 45°, the bending angle of the bent binding portion 310 may be set to be less than or equal to 45° to strengthen the wall structure 10, that is, to enable the wall structure 10 to bear a heavy load.

As shown in FIGS. 4A to 4C, when the bent binding portions 310 of the steel wire truss 300 are inserted into the lattice recess formed at the intersection of the first horizontal steel wire portion 110 and the first vertical steel wire portion 120, and into the lattice recess formed at the intersection of the second horizontal steel wire portion 210 and the second vertical steel wire portion 220, a portion of the bent binding portion 310 protrudes and forms a fixing recess 320.

In this case, the fixing steel wire 400 penetrates through the fixing recess 320.

That is, the first steel wire mesh 100 and the second steel wire mesh 200 are coupled to and decoupled from each other through the fixing steel wires 400 penetrating through the fixing recesses 320, without a bonding means.

FIG. 4A illustrates a state before the fixing steel wire 400 is inserted, in which the lattice recess is formed at the intersection of the first horizontal steel wire portion 110 and the first vertical steel wire portion 120 (not shown), and the lattice recess is formed at the intersection of the second horizontal steel wire portion 210 and the second vertical steel wire portion 220.

FIG. 4B illustrates a state in which one long fixing steel wire 400 is penetratingly inserted into the fixing recess 320 formed by inserting the bent binding portion 310 of the steel wire truss 300 into the lattice recess.

That is, as shown in FIG. 4B, one long fixing steel wire 400 is penetratingly inserted into the plurality of fixing recesses 320 formed in the horizontal direction, thereby fixing the plurality of steel wire trusses 300.

FIG. 4C illustrates a state in which a short fixing steel wire 400 is penetratingly inserted into the fixing recess 320 formed by inserting the bent binding portion 310 of the steel wire truss 300 into the lattice recess. That is, as shown in FIG. 4C, a plurality of short fixing steel wires 400 are penetratingly inserted into the plurality of fixing recesses 320 formed in the horizontal direction, such that one short fixing steel wire 400 fixes one steel wire truss 300.

As shown in FIGS. 3 to 4C, the wall structure 10 is formed by fixedly coupling the first steel wire mesh 100 and the second steel wire mesh 200 to each other by means of the steel wire trusses 300 and the fixing steel wires 400.

FIGS. 5 and 6 are views illustrating another embodiment of the present disclosure, in which the steel wire truss 300 is bound in the horizontal direction.

The steel wire truss 300 may be installed in the horizontal direction with respect to the first steel wire mesh 100 and the second steel wire mesh 200, and the steel wire truss 300 may be installed in the vertical direction or may be installed in the horizontal direction as shown in FIGS. 5 and 6, according to a condition of a construction site or selection of a user.

In this case, as the steel wire truss 300 is installed in the horizontal direction, the fixing steel wire 400 is penetratingly inserted into the fixing recesses in the vertical direction.

As shown in FIG. 6, the first steel wire mesh 100 is formed by welding the plurality of first vertical steel wire portions 120 and the plurality of first horizontal steel wire portions 110 arranged at predetermined intervals in the lattice pattern, and the second steel wire mesh 200 is formed by welding the plurality of second vertical steel wire portions 220 and the plurality of second horizontal steel wire portions 210 arranged at predetermined intervals in the lattice pattern.

The bent binding portions 310 of the steel wire trusses are inserted into the lattice recesses formed on the first steel wire mesh 100 and the second steel wire mesh 200 in the horizontal direction, and the fixing steel wire 400 is penetratingly inserted into the fixing recesses 320 formed by the insertion of the bent binding portions 310 in the vertical direction.

As shown in FIG. 7, the wall structure 100 may further include a steel wire mesh joining pin 500.

The steel wire mesh joining pin 500 is formed to fixedly couple the wall structures 100 when the wall structures are stacked one on another or are extended laterally.

The steel wire mesh joining pin 500 is formed to fix the wall structures 10 to each other to stack the wall structures 10 one on anther or extend laterally, and a plurality of steel wire mesh joining pins 500 may be installed according to selection of a user or a constructing condition.

When the wall structures 10 are stacked one on another, the steel wire mesh joining pin 500 is fixedly coupled between the first horizontal steel wire portions 110 or between the second horizontal steel wire portions 210, and when the wall structure 10 is extended laterally, the steel wire mesh joining pin 500 may be fixedly coupled between the first vertical steel wire portions 120 or between the second vertical steel wire portions 220.

While the technical concept of the present disclosure has been described with reference to the accompanying drawings, preferred embodiments have been described by way of an example, and do not limit the present disclosure. In addition, it is obvious that various changes and imitation can be made by a person skilled in the art without departing from the scope of the technical concept of the present disclosure.

Claims

1. A wall structure for forming a wall, the wall structure comprising: a first steel wire mesh comprising:a plurality of first horizontal steel wire portions each comprising a plurality of first horizontal steel wires as one group, the plurality of first horizontal steel wire portions being arranged at predetermined intervals in a vertical direction; anda plurality of first vertical steel wire portions each comprising a plurality of first vertical steel wires as one group, the plurality of first vertical steel wire portions being arranged at predetermined intervals in a horizontal direction with respect to the first horizontal wire portions;a second steel wire mesh comprising:a plurality of second horizontal steel wire portions which are formed on positions corresponding to the first horizontal steel wire portions, and each of which comprises a plurality of second horizontal steel wires as one group, the plurality of second horizontal steel wire portions being arranged at predetermined intervals in the vertical direction; anda plurality of second vertical steel wire portions which are formed on positions corresponding to the first vertical steel wire portions, and each of which comprises a plurality of second vertical steel wires as one group, the plurality of second vertical steel wire portions being arranged at predetermined intervals in the horizontal direction with respect to the second horizontal steel wire portions;a plurality of steel wire trusses which are formed in a zigzag pattern, and comprise a plurality of bent binding portions, a bending angle of the bent binding portion being adjusted to adjust a structural strength of the wall structure, the bent binding portions being inserted into lattice-shaped recesses formed at positions where the first horizontal steel wire portions and the first vertical steel wire portions intersect with each other, and into lattice-shaped recesses formed at positions where the second horizontal steel wire portions and the second vertical steel wire portions intersect with each other; anda plurality of fixing steel wires which are inserted by penetrating through fixing recesses which are formed when the plurality of steel wire trusses are inserted into the lattice-shaped recesses formed at the intersections of the first horizontal steel wire portions and the first vertical steel wire portions, and into the lattice-shaped recesses formed at the intersections of the second horizontal steel wire portions and the second vertical steel wire portions,wherein a width of the wall structure is determined based on a width between one bent binding portion of the plurality of bent binding portions and another bent binding portion.
2. The wall structure of claim 1, wherein the first steel wire mesh has the first horizontal steel wire portions and the first vertical steel wire portions welded to each other at the intersections of the first horizontal steel wire portions and the first vertical steel wire portions, and wherein the second steel wire mesh has the second horizontal steel wire portions and the second vertical steel wire portions welded to each other at the intersections of the second horizontal steel wire portions and the second vertical steel wire portions.
3. The wall structure of claim 1, wherein the first steel wire mesh and the second steel wire mesh are fixed to each other by means of the steel wire trusses and the fixing steel wires.
4. The wall structure of claim 1, further comprising a steel wire mesh joining pin, wherein the steel wire mesh joining pin is formed to fixedly couple the wall structures when the wall structures are stacked one on another or are extended laterally.
5. The wall structure of claim 1, wherein each of the plurality of fixing steel wires is penetratingly inserted into the plurality of fixing recesses formed in the horizontal direction in the form of one long fixing steel wire, or is penetratingly inserted into the plurality of fixing recesses in the form of a plurality of short fixing steel wires.

Priority Claims (1)

Number	Date	Country	Kind
10-2016-0085676	Jul 2016	KR	national

CROSS REFERENCE TO RELATED APPLICATIONS

This application is a continuation application of PCT Application No. PCT/KR2017/007016, filed on Jul. 3, 2017, which claims the benefit of and priority to Korean Patent Application No. 10-2016-0085676, filed on Jul. 6, 2016. The entire disclosures of the applications identified in this paragraph are incorporated herein by references.

Continuations (1)

	Number	Date	Country
Parent	PCT/KR2017/007016	Jul 2017	US
Child	16166894		US

Wall Structure

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Abstract

Description

Claims

Priority Claims (1)

CROSS REFERENCE TO RELATED APPLICATIONS

Continuations (1)